EP2092132B1 - Élément structural pour constructions en bois - Google Patents

Élément structural pour constructions en bois Download PDF

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Publication number
EP2092132B1
EP2092132B1 EP07822814.5A EP07822814A EP2092132B1 EP 2092132 B1 EP2092132 B1 EP 2092132B1 EP 07822814 A EP07822814 A EP 07822814A EP 2092132 B1 EP2092132 B1 EP 2092132B1
Authority
EP
European Patent Office
Prior art keywords
wooden
elements
wooden elements
wood
structural component
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Not-in-force
Application number
EP07822814.5A
Other languages
German (de)
English (en)
Other versions
EP2092132A1 (fr
Inventor
Werner Grosse
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2092132A1 publication Critical patent/EP2092132A1/fr
Application granted granted Critical
Publication of EP2092132B1 publication Critical patent/EP2092132B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/703—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal vertical elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members

Definitions

  • the invention relates to structural parts for wooden structures, in particular posts, beams, floors and / or ceiling or wall parts, consisting essentially of arranged in several layers rod or rod-shaped wooden elements which are positively or non-positively connected or glued together.
  • the wood parts have a substantially hexagonal cross section, so that the wood elements form an hexagonal honeycomb pattern in an axial view.
  • To connect juxtaposed wood elements are used in transverse bores of the wood elements driven dowels, wherein in the longitudinal direction of a wooden element successive dowels in the axial view of the wood element cross each other at an angle of about 60 ° and each dowel is aligned perpendicular to one of the hexagonal sides of the cross section of the wood elements.
  • the invention is based on the general idea to remove the often moist core of the small wood and to provide additional surfaces for the drying of the wood. Surprisingly, it has been found that both rapid and deformation-free drying is achieved when forming the wood elements as hollow profiles. To produce the hollow sections, the wood elements can be hollowed out with drilling tools, whereby the resulting wood chips can be collected and used with considerable economic yield for the production of wood pellets and the like. The additional expense of drilling is thus compensated by additional income. Moreover, the wood chips can also be used as insulating material.
  • a particular advantage of the invention is that wall elements that are created from the wooden hollow sections described above, offer a solid heat compared to solid wood elements significantly increased. If necessary, this can be further improved by using wooden elements which have a regular dodecagonal cross-section. In dense packing of these wood elements arise between adjacent wood elements in each case in cross-section triangular air channels, which contribute to the improvement of thermal insulation. A further increased thermal insulation can be achieved by the axial channels formed in or between the wood elements are filled with sawdust or similar insulating material.
  • Fig. 1 owns that in Fig. 3 illustrated in perspective, designed as a long wood part wooden element 1 a regular dodecagonal cross-section, the dimensions of which are so small that the long wood part can be easily cut from small logs.
  • the should Root axis lie approximately centrally within the dodecagon cross-section.
  • the wood part is centrally penetrated by an axial bore 2, the diameter of order of magnitude has half the dimension of the outer diameter of the wood element.
  • a plurality of axial bores 2 are provided deviating from the drawings, in particular so that the wood part is penetrated by a bundle of axial holes 2.
  • the wooden element can be penetrated perpendicular to its central longitudinal axis of anchor channels 3, which are each aligned perpendicular to two opposite dodecagonal sides of the cross section.
  • 1 successive dowel channels 3 are arranged offset from one another in the axial direction of the wood element 1 by 60 ° in the longitudinal direction of the wood element.
  • each dowel can enforce the cross sections of several wood elements 1.
  • short dowels which can connect only two adjacent to each other wooden elements.
  • Fig. 2 shows are enclosed in a structural part by the axial bores 2 in the timber elements 1 and the remaining between the timber elements 1 due to the dodecagonal cross-section of the wood elements channels with triangular cross-section relatively large volumes of air that the thermal insulation of significantly increase the wood elements 1 respectively formed structural part. If necessary, these free spaces can also be filled with wood chips or other insulating material.
  • the 4 to 6 show one opposite the Fig. 1 to 3 modified embodiment.
  • this further embodiment differs from the embodiment described above essentially in that instead of a dodecagonal cross-section an eighteen-cornered cross section is provided, wherein in the circumferential direction in each case a smooth side surface and an outwardly open V-channel with an opening angle of 120 ° to each other consequences.
  • the smooth surfaces are arranged so that the wooden element of Fig. 4 can be enveloped by a cylinder with hexagonal cross section, wherein the side surfaces of the hexagonal cross section on the smooth surfaces of the outside of the wood element of Fig. 4 rest.
  • each channels formed with hexagonal cross-section between adjacent wooden elements 1 of a structural part according to Fig. 5 each channels formed with hexagonal cross-section.
  • the arrangement of the anchor channels 3 and the dowel 4 is in the same way as in the embodiment of the Fig. 1 to 3 intended.
  • the wood elements 1 can be connected to one another in any desired manner. Particularly advantageous is a connection of the wood elements by gluing, whereby the air ducts contribute to a rapid curing of the glue.
  • Fig. 7 shows by way of example how structural parts can be connected to one another in basically any angle.
  • layers formed by the wooden elements 1 are each arranged alternately with a greater or shorter length, so that tongues 5 arranged comb-like on the respective structural part and recesses 6 arranged therebetween are formed.
  • the structural parts to be joined together can be used with their tongues and recesses into each other, if at the tongues each one of the structural parts to be joined to the cross-sections of the wood elements of the tongues to be inserted thereon of the respective other structural part adapted recesses 7 are made. As a result, a positive connection is achieved.
  • Fig. 8 shows the mated state of the structural parts.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (9)

  1. Elément structural pour des constructions en bois, en particulier des montants, des poutres, des sols et/ou un élément de plafond ou de mur, constitué essentiellement d'éléments en bois (1) en forme de barre ou de tige disposés en plusieurs couches, lesquels sont coupés de troncs de bois mou et sont reliés les uns aux autres, en particulier par complémentarité de forme ou à force,
    caractérisé en ce
    que les éléments en bois (1) sont réalisés sous la forme de profilés creux comprenant plusieurs alésages longitudinaux (2).
  2. Elément structural selon la revendication 1,
    caractérisé en ce
    que les profilés creux sont fabriqués à partir de troncs de bois mou.
  3. Elément structural selon la revendication 1 ou 2,
    caractérisé en ce
    que les alésages longitudinaux (2) traversent l'élément en bois (1) respectif dans la direction longitudinale.
  4. Elément structural selon l'une quelconque des revendications 1 à 3,
    caractérisé en ce
    que les éléments en bois (1) sont disposés respectivement de manière décalée dans la direction longitudinale par rapport aux éléments en bois adjacents.
  5. Elément structural selon la revendication 4,
    caractérisé en ce
    qu'un joint est disposé entre des éléments en bois (1) se suivant les uns les autres dans la direction longitudinale respectivement approximativement au niveau du centre en longueur d'éléments en bois (1) adjacents.
  6. Elément structural selon l'une quelconque des revendications 1 à 5,
    caractérisé en ce
    que les éléments en bois (1) forment, dans une vue axiale, un motif hexagonal en nid d'abeilles.
  7. Elément structural selon l'une quelconque des revendications 1 à 6,
    caractérisé en ce
    que des éléments en bois (1) disposés les uns à côté des autres sont assemblés par goupillage par des chevilles (4) s'étendant de manière transversale par rapport aux axes longitudinaux des éléments en bois.
  8. Elément structural selon la revendication 7,
    caractérisé en ce
    que les chevilles (4) traversent respectivement plusieurs éléments en bois (1).
  9. Elément structural selon l'une quelconque des revendications 1 à 8,
    caractérisé en ce
    que les éléments en bois (1) sont assemblés par collage les uns aux autres.
EP07822814.5A 2006-11-24 2007-11-22 Élément structural pour constructions en bois Not-in-force EP2092132B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200610055976 DE102006055976B4 (de) 2006-11-24 2006-11-24 Verfahren zur Herstellung eines Strukturteils für Holzbauten
PCT/EP2007/062689 WO2008062037A1 (fr) 2006-11-24 2007-11-22 Élément structural pour constructions en bois

Publications (2)

Publication Number Publication Date
EP2092132A1 EP2092132A1 (fr) 2009-08-26
EP2092132B1 true EP2092132B1 (fr) 2016-07-06

Family

ID=39254009

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07822814.5A Not-in-force EP2092132B1 (fr) 2006-11-24 2007-11-22 Élément structural pour constructions en bois

Country Status (4)

Country Link
EP (1) EP2092132B1 (fr)
DE (1) DE102006055976B4 (fr)
PL (1) PL2092132T3 (fr)
WO (1) WO2008062037A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010061929A1 (de) * 2010-11-25 2012-05-31 Werner Grosse Strukturteil für Hochbauwerke

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE896997C (de) * 1948-10-02 1956-07-26 Arnold Grunwald Tragendes Bauelement, insbesondere Bauplatte
DE8005470U1 (de) * 1980-02-29 1980-05-29 Svenska Traeforskningsinstitutet, Stockholm Traeger
CH670126A5 (en) * 1986-05-30 1989-05-12 Hans Fischer Wooden constructional component - comprises layers of squared timber glued together
DE19907778A1 (de) * 1999-02-24 2000-08-31 Lutz Lindner Baumstammhaus und Verfahren zu seiner Herstellung
FI20001378A (fi) * 2000-06-09 2001-12-10 Teuvo Haikarainen Hirsirakennuksen runkohirsijärjestelmä
AT500505A1 (de) * 2001-07-18 2006-01-15 Innotech Betr Stechnikgesellsc Verfahren zur herstellung pressgeformter bauteile sowie vorrichtungen zur durchführung des verfahrens
DE10230323B4 (de) * 2002-07-05 2009-01-15 Werner Grosse Holzbausystem zur Erstellung massiver Wand-, Boden-, Decken- und/oder Strukturteile eines Hochbauwerkes
DE102004007689A1 (de) * 2004-02-16 2005-09-01 Werner Grosse Verfahren zur Herstellung massiver Wand-,Boden-, Decken- und/oder Strukturteile eines Hochbauwerkes aus Vollholzteilen sowie entsprechendes Holzbausystem

Also Published As

Publication number Publication date
PL2092132T3 (pl) 2017-03-31
DE102006055976B4 (de) 2012-07-19
WO2008062037A1 (fr) 2008-05-29
EP2092132A1 (fr) 2009-08-26
DE102006055976A1 (de) 2008-06-12

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